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矩形规格(JC242-81)毫米
|
标记(注:) |
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A |
B |
重量(公斤) |
铺砌一平米需要用量(注2) |
|
数量（块） |
重量（公斤） |
| 1-1 |
20 |
180 |
110 |
1.1 |
48.7
|
55.5 |
| -2 |
240 |
1.5 |
36.4 |
55.8 |
| -3 |
150 |
2.3 |
26.9 |
56.2 |
| 1-4 |
180 |
2.5 |
22.5 |
56.3 |
| 1-5 |
270 |
110 |
1.7 |
32.4 |
55.8 |
| 2-1 |
25 |
150 |
120 |
1.3 |
53.1 |
69.3 |
| -2 |
180 |
150 |
2.0 |
35.7 |
69.9 |
| -3 |
|
|
2.9 |
24.3 |
70.4 |
| -4 |
220 |
150 |
2.4 |
29.3 |
70.1 |
| -5 |
250 |
180 |
1.3 |
21.6 |
70.5 |
| -6 |
200 |
4.6 |
19.3 |
70.6 |
| 2-7 |
270 |
5.3 |
13.4 |
70.9 |
| -8 |
300 |
|
2.0 |
35.5 |
69.5 |
| -9 |
90 |
3.3 |
21.6 |
70.4 |
| 2-10 |
150 |
4.4 |
16.3 |
70.7 |
| -11 |
200 |
5.0 |
14.2 |
70.9 |
| 2-12 |
230 |
5.4 |
13.0 |
70.9 |
| 3-1 |
30 |
200 |
250 |
2.1 |
40.0 |
83.6 |
| -2 |
180 |
3.1 |
26.9 |
84.3 |
| -3 |
250 |
180 |
3.3 |
25.8 |
84.3 |
| -4 |
180 |
4.9 |
21.6 |
84.6 |
| -5 |
250 |
5.4 |
15.6 |
84.9 |
| -6 |
300 |
120 |
3.1 |
26.8 |
84.0 |
| -7 |
150 |
3.9 |
21.6 |
84.4 |
| -8 |
180 |
4.7 |
18.0 |
84.7 |
| -9 |
200 |
5.2 |
16.3 |
84.9 |
| -10 |
250 |
6.5 |
13.0 |
85.1 |
| -11 |
300 |
7.8 |
10.9 |
85.3 |
| -12 |
330 |
200 |
5.7 |
14.8 |
84.9 |
| -13 |
250 |
7.1 |
11.9 |
85.2 |
| -14 |
400 |
150 |
5.2 |
16.2 |
84.7 |
| -15 |
200 |
7.0 |
12.2 |
85.1 |
| -16 |
250 |
8.7 |
9.8 |
85.3 |
| 3-17 |
300 |
10.4 |
8.2 |
85.5 |
| 4-1 |
40 |
200 |
150 |
3.5 |
32.2 |
112.0 |
| -2 |
250 |
4.4 |
25.8 |
112.4 |
| -3 |
200 |
5.8 |
19.5 |
112.9 |
| -4 |
300 |
100 |
3.5 |
32.0 |
111.5 |
| -5 |
200 |
7.0 |
16.3 |
113.2 |
| -6 |
250 |
8.7 |
13.0 |
113.5 |
| -7 |
330 |
200 |
7.7 |
14.8 |
113.8 |
| -8 |
400 |
9.3 |
12.2 |
113.4 |
| -9 |
250 |
11.6 |
9.8 |
113.8 |
| 4-10 |
300 |
14.0 |
8.2 |
114.0 |
| 5-1 |
50 |
240 |
115 |
4.0 |
34.9 |
139.6 |
| 5-2 |
120 |
2.0 |
68.9 |
137.9 |
注：1.每块铸石板，其工作面均带有按制品不同类型（或系列）区分的产品编号；
2.铺砌一平方米矩形板的需用量，是按衬板间灰缝为3毫米计算的理论数值；
3.粗线格内的标记为常用规格，宜优先采用。
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